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Material Name Color Unit Weight Strength Type Cohesion Phi Allow PC a PC b Water Surface <br /> 003) (psf) (deg) Sliding <br /> oo Ore 110 Mohr-Coulomb 1500 34.5 Piezometric Line 1 A 0.07 <br /> LO <br /> Foundation II(Intact) 153 Infinite strength Yes None <br /> � J <br /> Composite Liner ■ <br /> 120 Power Curve 1.2 0.9 None <br /> Interface <br /> 0 <br /> 0 <br /> Method Name Min <br /> FS <br /> Spencer 1.7 <br /> GLE/Morgenstern-Price 1.7 - <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> o- <br /> 0 <br /> 0 1 <br /> 0 <br /> G . <br /> rn <br /> 0 <br /> 0 <br /> o- <br /> o> - <br /> 0 500 1000 1500 2000 2500 3000 3500 4000 4500 <br /> Phase 3 Valley Leach Facility Stability Analysis <br /> ■ENewFields AnatysisDescnpbon Section 3 - Pseudostatic <br /> Drawn By MGW Scale 1:5800 Company Cripple Creek and Victor Mine <br /> LIDEINTERPRET 8.020 Date Printed 11/13/2019 File Name Section 3 - South VLF Slope.slmd <br />